CN109056442A - Assembled manway - Google Patents

Assembled manway Download PDF

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Publication number
CN109056442A
CN109056442A CN201811122221.0A CN201811122221A CN109056442A CN 109056442 A CN109056442 A CN 109056442A CN 201811122221 A CN201811122221 A CN 201811122221A CN 109056442 A CN109056442 A CN 109056442A
Authority
CN
China
Prior art keywords
plate
manway
assembled
rhone
groove
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201811122221.0A
Other languages
Chinese (zh)
Inventor
刘佳男
林林
赵怡然
李红枫
黄朝俊
杨斌
刘辉
孔德宇
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Zhongjian Technology Shenshan Special Cooperation Zone Co ltd
China Construction Science and Technology Group Co Ltd Shenzhen Branch
Original Assignee
Zhongjian Technology Shenshan Special Cooperation Zone Co ltd
China Construction Science and Technology Group Co Ltd Shenzhen Branch
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Zhongjian Technology Shenshan Special Cooperation Zone Co ltd, China Construction Science and Technology Group Co Ltd Shenzhen Branch filed Critical Zhongjian Technology Shenshan Special Cooperation Zone Co ltd
Priority to CN201811122221.0A priority Critical patent/CN109056442A/en
Publication of CN109056442A publication Critical patent/CN109056442A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C5/00Pavings made of prefabricated single units
    • E01C5/06Pavings made of prefabricated single units made of units with cement or like binders
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00Details of pavings
    • E01C11/22Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • E01C11/224Surface drainage of streets
    • E01C11/225Paving specially adapted for through-the-surfacing drainage, e.g. perforated, porous; Preformed paving elements comprising, or adapted to form, passageways for carrying off drainage

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)

Abstract

The present invention relates to a kind of assembled manways, comprising: draining piping lane is equipped with rhone, is at least partially embedded into ground;And side walk slab, multiple side walk slabs are layed in ground, or the top of the rhone is set up in so that the draining piping lane is invisible on ground, the side walk slab is provided with first groove, and when the side walk slab is layed in ground, the first groove is connected to the rhone, so that the rainwater in the first groove is able to enter in the rhone.Above-mentioned assembled manway, by the way that rhone is arranged in draining piping lane, first groove, first groove communicated drainage slot is arranged in side walk slab, so that assembled manway has preferable drain function, it can be to avoid surface gathered water.

Description

Assembled manway
Technical field
The present invention relates to building engineering fields, more particularly to a kind of assembled manway.
Background technique
Traditional manway is paved on ground by ceramic tile and is formed, and this manway designs drainage system because of no, It is easy ponding in the rainy day, especially when surface subsidence deforms, is easy in recess ponding.Therefore, traditional manway It is easy ponding, needs to improve.
Summary of the invention
Based on this, it is necessary to aiming at the problem that traditional manway is easy ponding, provide a kind of assembled manway.
A kind of assembled manway, comprising:
Piping lane is drained, rhone is equipped with, is at least partially embedded into ground;And
Side walk slab, multiple side walk slabs are layed in ground, or are set up in the top of the rhone so that institute It is invisible on ground to state draining piping lane, the side walk slab is provided with first groove, and when the side walk slab is layed in ground When, the first groove is connected to the rhone, so that the rainwater in the first groove is able to enter the rhone It is interior.
The side walk slab includes girder plate and stabilizer blade in one of the embodiments, and the girder plate includes opposite sets The first end face and second end face set, the first end face be pedestrian walking people's row face, the stabilizer blade be provided with it is multiple, it is multiple The stabilizer blade interval is set in the second end face, surrounds to form described between the girder plate and two neighboring stabilizer blade One groove.
One end setting far from the girder plate of the stabilizer blade is jagged in one of the embodiments,;
The draining piping lane includes bottom plate and side plate, and one end of the side plate is fixedly connected on the bottom plate, the bottom plate It surrounds to form the rhone with the side plate, one end far from the bottom plate of the side plate is embedded into the notch.
The side plate is provided with multiple in one of the embodiments, and two side plates and the notch at edge fasten, The height of intermediate side plate is lower than two side plates at edge, after two side plates at the side walk slab and edge are fixed, institute It states stabilizer blade and is connected to intermediate side plate.
The bottom of the rhone is provided with miniature irrigation canals and ditches in one of the embodiments, flows into the rhone A small amount of rainwater catchment is flowed in the miniature irrigation canals and ditches along the miniature irrigation canals and ditches.
The junction of the side plate and the bottom plate is provided with transitional slope in one of the embodiments, and rainwater is from institute The inner wall for stating side plate drops down in the miniature irrigation canals and ditches through the transitional slope.
Multiple side walk slabs are placed side by side in one of the embodiments, two phases of two neighboring side walk slab Second groove is formed between adjacent stabilizer blade, the second groove is directly connected to or indirect communication is in the rhone.
It is connected and fixed between the adjacent draining piping lane by flexible locking part in one of the embodiments,.
It in one of the embodiments, further include kerbstone, the kerbstone is set to the assembled manway Two sides are connected to the side walk slab, and the kerbstone includes curb plate, are provided with gully-hole and draining on the curb plate Hole, the gully-hole are connected to the drainage hole, and the drainage hole is connected to sewerage system, and the first groove is connected to Gully-hole.
The kerbstone can also include road deck in one of the embodiments, and the road deck is fixedly connected on institute Curb plate is stated, is embedded on the major trunk roads of road surface.
Above-mentioned assembled manway, by draining piping lane be arranged rhone, side walk slab be arranged first groove, first Groove communicated drainage slot, so that assembled manway has preferable drain function, it can be to avoid surface gathered water.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the assembled manway of one embodiment of the invention;
Fig. 2 is the structural schematic diagram of the side walk slab of the assembled manway of one embodiment of the invention;
Fig. 3 is the schematic diagram of the section structure of the side walk slab of the assembled manway of one embodiment of the invention;
Fig. 4 is the structural schematic diagram of the side walk slab of the assembled manway of further embodiment of this invention;
Fig. 5 is the structural schematic diagram of the draining piping lane of the assembled manway of one embodiment of the invention;
Fig. 6 is the structural schematic diagram of the kerbstone of the assembled manway of one embodiment of the invention.
Specific embodiment
To facilitate the understanding of the present invention, a more comprehensive description of the invention is given in the following sections with reference to the relevant attached drawings.In attached drawing Give better embodiment of the invention.But the invention can be realized in many different forms, however it is not limited to herein Described embodiment.On the contrary, the purpose of providing these embodiments is that making to understand more the disclosure Add thorough and comprehensive.
It should be noted that it can directly on the other element when element is referred to as " being fixed on " another element Or there may also be elements placed in the middle.When an element is considered as " connection " another element, it, which can be, is directly connected to To another element or it may be simultaneously present centering elements.Term as used herein " vertical ", " horizontal ", " left side ", " right side " and similar statement for illustrative purposes only, are not meant to be the only embodiment.
Unless otherwise defined, all technical and scientific terms used herein and belong to technical field of the invention The normally understood meaning of technical staff is identical.Term as used herein in the specification of the present invention is intended merely to description tool The purpose of the embodiment of body, it is not intended that in the limitation present invention.Term " and or " used herein includes one or more Any and all combinations of relevant listed item.
Referring to Fig. 1, illustratively showing the structural representation of the assembled manway 100 of one embodiment of the invention Figure, the assembled manway 100 are elaborated in ground, and the manway being laid with for substituting existing ceramic tile has good Drainage Design, can be to avoid the ponding on pavement.
Specifically, assembled manway 100 includes side walk slab 10 and draining piping lane 20, draining piping lane 20 is equipped with draining Slot 20a is embedded into subsurface, and side walk slab 10 can be layed in ground, or is set up in the top of rhone 20a so that draining Piping lane 20 is invisible on ground, and side walk slab 10 is provided with first groove 10a, and when side walk slab 10 is layed in ground, people The first groove 10a of trade plate 10 is connected to rhone 20a, so that the rainwater in first groove 10a is able to enter draining In slot 20a.
Please continue to refer to Fig. 2, side walk slab 10 may include girder plate 110 and stabilizer blade 120, and girder plate 110 can have The first end face 110a and second end face 110b being oppositely arranged, first end face 110a are people's row face of pedestrian's walking, and stabilizer blade 120 is set Be equipped with it is multiple, on the second end face 110b for being set to girder plate 110 that multiple stabilizer blades 120 are spaced, girder plate 110 and phase as a result, It surrounds to form first groove 10a between adjacent two stabilizer blades 120, when multiple side walk slabs 10 are placed side by side, two neighboring pavement Second groove 10b is formed between two adjacent legs 120 of plate 10, second groove 10b is connected to rhone 20a, first groove 10a and second groove 10b can serve as the effect of drainage, and the rainwater in first groove 10a, second groove 10b is discharged into Into the rhone 20a of draining piping lane 20.
Girder plate 110 and stabilizer blade 120 can be integrated molding.In the particular embodiment, girder plate 110 and stabilizer blade 120 It can be formed by concreting.Concrete can be common concrete, and it is mixed to be also possible to self-compacting concrete, high-performance Any one of solidifying soil, ultra-high performance concrete.When using self-compacting concrete, high performance concrete, ultra-high performance concrete Can be to avoid when making side walk slab 10, the operation of vibrating of concrete, and the side walk slab 10 that forms production have compared with High service life.
Reinforced steel cage can be set in girder plate 110 and stabilizer blade 120, it is preferable so as to have side walk slab 10 Structural rigidity.It is appreciated that, since reinforced steel cage has inhibition to vibrating, being when being provided with reinforced steel cage Operation of vibrating is avoided, any one of self-compacting concrete, high performance concrete, ultra-high performance concrete can be used pours and build up Type.
In the illustrated embodiment, girder plate 110 is in rectangular plate-like, this is beneficial to the splicing of side walk slab 10.It can be with Understand, the shape of girder plate 110 can also be other shapes, for example, turning when needing to be laid with one has the pavement turned round The girder plate 110 of crook can have identical or different shape, for example, girder plate 110 can be with identical or different circle The sector structure at heart angle.
In certain embodiments, the article of big specification is fallen into first groove 10a or second groove 10b in order to prevent, To block first groove 10a or second groove 10b, the two sides of girder plate 110 can form hierarchic structure (figure with extension or invagination Do not show), the hierarchic structure 111 between two neighboring side walk slab 10 is adapted, to keep adjacent side walk slab 10 mutually embedding If the article of big specification can be prevented to enter in first groove 10a or second groove 10b.
It will be appreciated by persons skilled in the art that the connection of first groove 10a and rhone 20a can be and directly connect It is logical, it is also possible to indirect communication.For example, first groove 10a and rhone 20a directly connect when side walk slab 10 is placed side by side Logical, when side walk slab 10 is laid, first groove 10a is parallel with rhone 20a and first groove 10a and rhone 20a is direct Sometimes, the first groove 10a parallel with rhone 20a will be connected to rhone 20a indirectly for connection.
In order to be placed in side walk slab 10 smoothly on ground, stabilizer blade 120 can have suitable width.Stabilizer blade 120 Placement also can have suitable position.For example, when stabilizer blade 120 is set as two, it can be by girder plate 110 in the width direction The quartering, stabilizer blade 120 can correspond to the position setting of a quarter equal part and four/trisection of girder plate 110.People as a result, Trade plate 10 can have preferable balance.
Fig. 2 and Fig. 3 are please referred to, stabilizer blade 120 there can be the lateral wall away from first groove 10a with respect to first groove 10a 121, counterbore 123 can be set on the lateral wall 121 of stabilizer blade 120, garter 125 can be set in counterbore 123.Pass through garter 125, side walk slab 10 may be implemented in the molding of production phase, while being also convenient for lifting installation when transporting and installing, it can be with Working procedure is reduced, installation effectiveness is promoted.By the way that counterbore 123 and garter 125 to be set to the lateral wall 121 of stabilizer blade 120, realize Hiding for counterbore 123 and garter 125, improves the appearance of product, meanwhile, it avoids and is set to counterbore 123 and garter 125 There are problems that biggish gap between adjacent two side walk slab 10 that may cause when girder 110 side of plate.
The setting of counterbore 123 and garter 125 can also play guiding function for laying of the side walk slab 10 on ground, make It obtains side walk slab 10 and is laid preset shape.Assembled manway 100 can also include connector (not shown), connection The both ends of part are inserted respectively into the counterbore 123 of two side walk slabs 10, play guiding function with the laying for side walk slab 10. For example, the length of connector can be with two adjacent legs of two neighboring side walk slab 10 when needing to be laid to linear 120 spacing is adapted, and the both ends of connector are inserted into the counterbore of two adjacent legs 120 of two neighboring side walk slab 10 In 123, when the quantity of counterbore 123 is more than or equal to two, side walk slab 10 can be laid in alignment.The two of connector End can correspond to garter 125 and accepting hole (not shown) is arranged, and when in connector insertion counterbore 123, garter 125 is inserted into connection In the accepting hole of part, thus, compound nested structure is formed between connector and garter 125, counterbore 123, and to connector in axis It moves upwards to form limitation, guiding function can be further strengthened.Further, screw thread can be set on garter 125, for example, Contrary screw thread is set by the screw thread on two garters 125 for being located at same lateral surface, thus, it is possible to pass through a both ends Connector equipped with threaded hole will be fixedly connected between two side walk slabs 10.Screw thread on garter 125 also can be set For positive/negative thread.By the way that screw thread is arranged on garter 125, reinforcement effect can be played to the connection between side walk slab 10.When When being provided with connector, multiple side walk slabs 10 are fixed to each other by connector, in addition side walk slab 10 passes through concreting It is formed, assembled manway 100 can be made when deformation occurs on ground, still there is preferable flatness.
1 and Fig. 4 is please referred to, one end of the separate girder plate 110 of stabilizer blade 120 can be set jagged 127, and side walk slab 10 Draining piping lane 20 can be fixedly connected on by notch 127.
Referring to Fig. 5, draining piping lane 20 may include bottom plate 210 and side plate 220, one end of side plate 220 is fixedly connected on Bottom plate 210, bottom plate 210 and side plate 220 surround to form rhone 20a as a result, and 220 other end of side plate is fixedly connected on pavement Plate 10.For example, one end of the separate bottom plate 210 of side plate 220 is embedded into the notch 127 of side walk slab 10, to make pavement Plate 10 is fixed on draining piping lane 20, and is set up in the top of rhone 20a, so that rhone 20a is invisible on ground.
In order to realize the draining when rainwater is larger, side plate 220 is provided with predetermined width, thus rhone 20a Also there is predetermined depth, fairly large draining may be implemented.In general, the ponding on pavement is generally less when rainwater is smaller, because And in order to which less ponding is discharged, the bottom of rhone 20a is provided with miniature irrigation canals and ditches 230.When rainwater is smaller, the first ditch Rainwater in slot 10a and second groove 10b drops down in miniature irrigation canals and ditches 230 along the inner wall of side plate 220, multiple first groove 10a And the rainwater in multiple second groove 10b flows into rhone 20a, and is gathered in miniature irrigation canals and ditches 230, along miniature irrigation canals and ditches 230 Flowing.In the illustrated embodiment, miniature irrigation canals and ditches 230 be set to bottom plate 210 by 220 region of proximal panel, rainwater is from side plate 220 Inner wall directly drop down in miniature irrigation canals and ditches 230.In one or more embodiments, the junction of side plate 220 and bottom plate 210 is arranged There is transitional slope 240, consequently facilitating rainwater is directly dropped down through transitional slope 240 into miniature irrigation canals and ditches 230 from the inner wall of side plate 220 It is interior.
The quantity of side plate 220 can be set multiple, and multiple side plates 220 can provide support for side walk slab 10.Edge Two side plates 220 can fasten with the notch 127 of side walk slab 10, thus by side walk slab 10 and draining piping lane 20 consolidate It is fixed.The height of intermediate side plate 220 can be slightly below two side plates 220 at edge, two side plates of side walk slab 10 and edge After 220 are fixed, stabilizer blade 120 is connected to intermediate side plate 220, thus, intermediate side plate 220 is that side walk slab 10 provides branch Support, so that pavement has bigger bearing capacity.
Can be connected and fixed by flexible locking part (not shown) between adjacent draining piping lane 20, with adapt to ground from So sedimentation.For example, perforation 241 can be set on transitional slope 240, transitional slope 240 is provided at the both ends of rhone 20a Depressed area 243, flexible locking part can be across the perforation 241 two adjacent draining piping lanes 20, and from depressed area as a result, 243 stretch out, so that two adjacent draining piping lanes 20 are fixed.Flexible locking part can be flexible wire ropes.
Referring to Fig. 1, in some embodiments, assembled manway 100 can also include kerbstone 30, kerbstone 30 The two sides of assembled manway 100 are set to, are connected to side walk slab 10, kerbstone 30 is for realizing pavement and road base The docking of arterial highway.
Referring to Fig. 6, road deck 320 is fixed to be connected specifically, kerbstone 30 may include curb plate 310 and road deck 320 It is connected to curb plate 310, side walk slab 10 is connected to curb plate 310, and road deck 320 is embedded on the major trunk roads of road surface, curb plate 310 On be provided with gully-hole 310a and drainage hole 310b, gully-hole 310a is connected to drainage hole 310b, and drainage hole 310b can be connected to In sewerage system, first groove 10a, second groove 10b are connected to gully-hole 310a, first groove 10a and second groove Ponding in 10b can enter drainage hole 310b through gully-hole 310a, hence into sewerage system, pavement as a result, The ponding of 10 lower section of plate can not only enter in the rhone 20a of draining piping lane 20, but also can be through the gully-hole of kerbstone 30 310a, drainage hole 310b enter sewerage system, the diversification of drainage pattern, on the one hand, ensure that assembled people walks The road surface in road 100 not ponding, on the other hand, but also assembled manway 100 becomes the sedimentations such as depression in the land surface, protrusion Change adaptability with higher, when the ground caved in or protrusion, still may insure the timeliness of draining.
Plane where road deck 320 can be vertically arranged with the plane where curb plate 310, so that kerbstone 30 has There is preferable shape.It will be appreciated, of course, that road deck 320 can also be not orthogonal to curb plate 310, or with other angles Form is presented.
It is boundary with road deck 320, curb plate 310 may include road surface portion 311 and ground bottom 313, road surface portion 311 and ground end 313 decibels of portion is located at the two sides of road deck 320, and during installation, road surface portion 311 exposes to ground, positioned at the road of pedestrian Edge, ground bottom 313 are buried in subsurface, and to ground, pedestrian is invisible, and gully-hole 310a is set to road surface portion 311, drainage hole 310b is set to ground bottom 313, and the ponding of major trunk roads can be pooled to road deck 320, then enter draining through gully-hole 310a In the 310b of hole, kerbstone 30 can be not only used for the draining of assembled manway 100 as a result, can be also used for road surface trunk The draining in road.
The quantity of gully-hole 310a can be set to multiple, multiple gully-hole 310a being set on curb plate 310 side by side. In order to avoid the article of big specification blocks drainage hole 310b, the width of gully-hole 310a is set as less than normal, for example, being set as mm. In order to make kerbstone 30 that there is certain structural strength, gully-hole 310a can with concentrated setting in the middle position in road surface portion 311, Drainage hole 310b corresponds to gully-hole 310a setting, is set to the middle position of ground bottom 313, as a result, the bottom on the spot of road surface portion 311 313 two sides have certain structural strength, so that kerbstone 30 be made to have certain structural strength.
The setting of gully-hole 310a can also lift by crane convenient for the transport of kerbstone 30, no longer need to that other structures additionally are arranged It is lifted by crane to cooperate, drainage hole 310b is set to the lower section of road deck 320, so that drainage system is invisible to pedestrian, that is, protects Drainage system, while but also road surface has clean and tidy appearance.
One end of the remotely bottom 313 in road surface portion 311 can have smooth curved surface 310c, as a result, side walk slab 10 On ponding can also be collected with pathway face 311 to gully-hole 310a, it is final to realize draining, realize the diversification of draining water way.
Curb plate 310 and road deck 320 can be integrally formed.For example, curb plate 310 and road deck 320 can be using mixed Solidifying soil formed by integrally casting molding, concrete can be common concrete, be also possible to self-compacting concrete, high performance concrete, Ultra-high performance concrete etc. has other concrete of more preferable performance.
Above-mentioned assembled manway 100, by the way that rhone 20a, the setting of side walk slab 10 the is arranged in draining piping lane 20 One groove 10a, first groove 10a communicated drainage slot 20a, so that assembled manway 100 has preferable drain function, it can To avoid surface gathered water.
Each technical characteristic of embodiment described above can be combined arbitrarily, for simplicity of description, not to above-mentioned reality It applies all possible combination of each technical characteristic in example to be all described, as long as however, the combination of these technical characteristics is not deposited In contradiction, all should be considered as described in this specification.
The embodiments described above only express several embodiments of the present invention, and the description thereof is more specific and detailed, but simultaneously It cannot therefore be construed as limiting the scope of the patent.It should be pointed out that coming for those of ordinary skill in the art It says, without departing from the inventive concept of the premise, various modifications and improvements can be made, these belong to protection of the invention Range.Therefore, the scope of protection of the patent of the invention shall be subject to the appended claims.

Claims (10)

1. a kind of assembled manway characterized by comprising
Piping lane is drained, rhone is equipped with, is at least partially embedded into ground;And
Side walk slab, multiple side walk slabs are layed in ground, or are set up in the top of the rhone so that the row Water pipe corridor is invisible on ground, and the side walk slab is provided with first groove, and when the side walk slab is layed in ground, institute It states first groove and is connected to the rhone, so that the rainwater in the first groove is able to enter in the rhone.
2. assembled manway according to claim 1, which is characterized in that the side walk slab includes girder plate and branch Foot, the girder plate include the first end face and second end face being oppositely arranged, and the first end face is people's row face of pedestrian's walking, The stabilizer blade is provided with multiple, and multiple stabilizer blade intervals are set in the second end face, the girder plate and adjacent two It surrounds to form the first groove between a stabilizer blade.
3. assembled manway according to claim 2, which is characterized in that the separate girder plate of the stabilizer blade One end setting is jagged;
The draining piping lane includes bottom plate and side plate, and one end of the side plate is fixedly connected on the bottom plate, the bottom plate and institute It states side plate to surround to form the rhone, one end far from the bottom plate of the side plate is embedded into the notch.
4. assembled manway according to claim 3, which is characterized in that the side plate be provided with it is multiple, edge Two side plates fasten with the notch, and the height of intermediate side plate is lower than two side plates at edge, the side walk slab and side After two side plates of edge are fixed, the stabilizer blade is connected to intermediate side plate.
5. assembled manway according to claim 3, which is characterized in that the bottom of the rhone is provided with miniature Irrigation canals and ditches flow into a small amount of rainwater catchment in the rhone in the miniature irrigation canals and ditches, flow along the miniature irrigation canals and ditches.
6. assembled manway according to claim 5, which is characterized in that the junction of the side plate and the bottom plate It is provided with transitional slope, rainwater is dropped down through the transitional slope into the miniature irrigation canals and ditches from the inner wall of the side plate.
7. assembled manway according to claim 2, which is characterized in that multiple side walk slabs are placed side by side, Second groove is formed between two adjacent legs of two neighboring side walk slab, the second groove is directly connected to or indirect communication In the rhone.
8. assembled manway according to claim 1, which is characterized in that pass through between the adjacent draining piping lane Flexible locking part is connected and fixed.
9. assembled manway according to claim 1, which is characterized in that further include kerbstone, the kerbstone is set The two sides of the assembled manway are placed in, the side walk slab is connected to, the kerbstone includes curb plate, the curb Gully-hole and drainage hole are provided on plate, the gully-hole is connected to the drainage hole, and the drainage hole is connected to municipal drainage System, the first groove are connected to gully-hole.
10. assembled manway according to claim 9, which is characterized in that the kerbstone can also include road surface Plate, the road deck are fixedly connected on the curb plate, are embedded on the major trunk roads of road surface.
CN201811122221.0A 2018-09-26 2018-09-26 Assembled manway Pending CN109056442A (en)

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Publication number Priority date Publication date Assignee Title
CN113403907A (en) * 2021-06-24 2021-09-17 成都高速公路建设开发有限公司 Intercepting ditch, drainage system and manufacturing method of intercepting ditch

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CN2767800Y (en) * 2005-01-28 2006-03-29 衡水长江预应力有限公司 Small caliber ring stress concrete water supply pipe
CN2905948Y (en) * 2006-03-07 2007-05-30 武汉普力玛新材料技术有限责任公司 Dampproof water-drainage floorboard made of natural fiber polymer composites
CN202577095U (en) * 2012-02-28 2012-12-05 无锡市政设计研究院有限公司 Sidewalk brick
CN203160146U (en) * 2012-10-31 2013-08-28 北京仁创科技集团有限公司 Road paving structure
CN205604001U (en) * 2016-04-20 2016-09-28 孔文艺 Urban rainwater processing system
CN207062668U (en) * 2017-08-10 2018-03-02 天津东方中天建设工程有限公司 A kind of permeable pavement structure
CN207259910U (en) * 2017-09-26 2018-04-20 成都东蓝星新材料有限公司 A kind of permeable composite plate in pavement

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2767800Y (en) * 2005-01-28 2006-03-29 衡水长江预应力有限公司 Small caliber ring stress concrete water supply pipe
CN2905948Y (en) * 2006-03-07 2007-05-30 武汉普力玛新材料技术有限责任公司 Dampproof water-drainage floorboard made of natural fiber polymer composites
CN202577095U (en) * 2012-02-28 2012-12-05 无锡市政设计研究院有限公司 Sidewalk brick
CN203160146U (en) * 2012-10-31 2013-08-28 北京仁创科技集团有限公司 Road paving structure
CN205604001U (en) * 2016-04-20 2016-09-28 孔文艺 Urban rainwater processing system
CN207062668U (en) * 2017-08-10 2018-03-02 天津东方中天建设工程有限公司 A kind of permeable pavement structure
CN207259910U (en) * 2017-09-26 2018-04-20 成都东蓝星新材料有限公司 A kind of permeable composite plate in pavement

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113403907A (en) * 2021-06-24 2021-09-17 成都高速公路建设开发有限公司 Intercepting ditch, drainage system and manufacturing method of intercepting ditch

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